-
Notifications
You must be signed in to change notification settings - Fork 0
/
out2-21.txt
5407 lines (5121 loc) · 262 KB
/
out2-21.txt
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335
336
337
338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
362
363
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397
398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460
461
462
463
464
465
466
467
468
469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487
488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
646
647
648
649
650
651
652
653
654
655
656
657
658
659
660
661
662
663
664
665
666
667
668
669
670
671
672
673
674
675
676
677
678
679
680
681
682
683
684
685
686
687
688
689
690
691
692
693
694
695
696
697
698
699
700
701
702
703
704
705
706
707
708
709
710
711
712
713
714
715
716
717
718
719
720
721
722
723
724
725
726
727
728
729
730
731
732
733
734
735
736
737
738
739
740
741
742
743
744
745
746
747
748
749
750
751
752
753
754
755
756
757
758
759
760
761
762
763
764
765
766
767
768
769
770
771
772
773
774
775
776
777
778
779
780
781
782
783
784
785
786
787
788
789
790
791
792
793
794
795
796
797
798
799
800
801
802
803
804
805
806
807
808
809
810
811
812
813
814
815
816
817
818
819
820
821
822
823
824
825
826
827
828
829
830
831
832
833
834
835
836
837
838
839
840
841
842
843
844
845
846
847
848
849
850
851
852
853
854
855
856
857
858
859
860
861
862
863
864
865
866
867
868
869
870
871
872
873
874
875
876
877
878
879
880
881
882
883
884
885
886
887
888
889
890
891
892
893
894
895
896
897
898
899
900
901
902
903
904
905
906
907
908
909
910
911
912
913
914
915
916
917
918
919
920
921
922
923
924
925
926
927
928
929
930
931
932
933
934
935
936
937
938
939
940
941
942
943
944
945
946
947
948
949
950
951
952
953
954
955
956
957
958
959
960
961
962
963
964
965
966
967
968
969
970
971
972
973
974
975
976
977
978
979
980
981
982
983
984
985
986
987
988
989
990
991
992
993
994
995
996
997
998
999
1000
Page 1 Tue Sep 15 21:28:36 2015
******************************************************************
* E P A N E T *
* Hydraulic and Water Quality *
* Analysis for Pipe Networks *
* Version 2.1 *
******************************************************************
EPANET Example Network 2
Example of modeling a 55-hour fluoride tracer study.
Measured fluoride data is contained in the file Net2-FL.dat
Input Data File ................... D:\Projects\EPANET\vb6\net2.inp
Number of Junctions................ 35
Number of Reservoirs............... 0
Number of Tanks ................... 1
Number of Pipes ................... 40
Number of Pumps ................... 0
Number of Valves .................. 0
Headloss Formula .................. Hazen-Williams
Hydraulic Timestep ................ 1.00 hrs
Hydraulic Accuracy ................ 0.001000
Status Check Frequency ............ 2
Maximum Trials Checked ............ 10
Damping Limit Threshold ........... 0.000000
Maximum Trials .................... 40
Quality Analysis .................. Fluoride
Water Quality Time Step ........... 5.00 min
Water Quality Tolerance ........... 0.01 mg/L
Specific Gravity .................. 1.00
Relative Kinematic Viscosity ...... 1.00
Relative Chemical Diffusivity ..... 1.00
Demand Multiplier ................. 1.00
Total Duration .................... 55.00 hrs
Reporting Criteria:
All Nodes
All Links
Analysis begun Tue Sep 15 21:28:36 2015
Hydraulic Status:
-----------------------------------------------------------------------
0:00:00: Balancing the network:
Trial 1: relative flow change = 0.863157
Trial 2: relative flow change = 0.042347
Trial 3: relative flow change = 0.010643
Trial 4: relative flow change = 0.002130
Trial 5: relative flow change = 0.000899
0:00:00: Balanced after 5 trials
0:00:00: Tank 26 is filling at 56.70 ft
1:00:00: Balancing the network:
Trial 1: relative flow change = 0.065858
Trial 2: relative flow change = 0.001487
Trial 3: relative flow change = 0.000023
1:00:00: Balanced after 3 trials
2:00:00: Balancing the network:
Trial 1: relative flow change = 0.020780
Trial 2: relative flow change = 0.000148
2:00:00: Balanced after 2 trials
3:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
3:00:00: Balanced after 1 trials
4:00:00: Balancing the network:
Trial 1: relative flow change = 0.023208
Trial 2: relative flow change = 0.000140
4:00:00: Balanced after 2 trials
5:00:00: Balancing the network:
Trial 1: relative flow change = 0.092967
Trial 2: relative flow change = 0.001856
Trial 3: relative flow change = 0.000007
5:00:00: Balanced after 3 trials
6:00:00: Balancing the network:
Trial 1: relative flow change = 0.913040
Trial 2: relative flow change = 0.016101
Trial 3: relative flow change = 0.000181
6:00:00: Balanced after 3 trials
7:00:00: Balancing the network:
Trial 1: relative flow change = 3.306574
Trial 2: relative flow change = 0.031395
Trial 3: relative flow change = 0.002845
Trial 4: relative flow change = 0.000093
7:00:00: Balanced after 4 trials
7:00:00: Tank 26 is emptying at 64.78 ft
8:00:00: Balancing the network:
Trial 1: relative flow change = 0.000003
8:00:00: Balanced after 1 trials
9:00:00: Balancing the network:
Trial 1: relative flow change = 0.500001
Trial 2: relative flow change = 0.000001
9:00:00: Balanced after 2 trials
10:00:00: Balancing the network:
Trial 1: relative flow change = 0.455285
Trial 2: relative flow change = 0.000000
10:00:00: Balanced after 2 trials
11:00:00: Balancing the network:
Trial 1: relative flow change = 1.536083
Trial 2: relative flow change = 0.000002
11:00:00: Balanced after 2 trials
12:00:00: Balancing the network:
Trial 1: relative flow change = 1.279575
Trial 2: relative flow change = 0.049816
Trial 3: relative flow change = 0.009472
Trial 4: relative flow change = 0.000460
12:00:00: Balanced after 4 trials
12:00:00: Tank 26 is filling at 56.72 ft
13:00:00: Balancing the network:
Trial 1: relative flow change = 0.294088
Trial 2: relative flow change = 0.004223
Trial 3: relative flow change = 0.000135
13:00:00: Balanced after 3 trials
14:00:00: Balancing the network:
Trial 1: relative flow change = 0.231303
Trial 2: relative flow change = 0.006128
Trial 3: relative flow change = 0.000062
14:00:00: Balanced after 3 trials
15:00:00: Balancing the network:
Trial 1: relative flow change = 0.211106
Trial 2: relative flow change = 0.004328
Trial 3: relative flow change = 0.000145
15:00:00: Balanced after 3 trials
16:00:00: Balancing the network:
Trial 1: relative flow change = 0.072577
Trial 2: relative flow change = 0.000675
16:00:00: Balanced after 2 trials
17:00:00: Balancing the network:
Trial 1: relative flow change = 7.546182
Trial 2: relative flow change = 0.047871
Trial 3: relative flow change = 0.002647
Trial 4: relative flow change = 0.000045
17:00:00: Balanced after 4 trials
17:00:00: Tank 26 is emptying at 65.13 ft
18:00:00: Balancing the network:
Trial 1: relative flow change = 1.041442
Trial 2: relative flow change = 0.018295
Trial 3: relative flow change = 0.000747
18:00:00: Balanced after 3 trials
19:00:00: Balancing the network:
Trial 1: relative flow change = 0.447762
Trial 2: relative flow change = 0.000002
19:00:00: Balanced after 2 trials
20:00:00: Balancing the network:
Trial 1: relative flow change = 0.468255
Trial 2: relative flow change = 0.000001
20:00:00: Balanced after 2 trials
21:00:00: Balancing the network:
Trial 1: relative flow change = 0.192309
Trial 2: relative flow change = 0.000001
21:00:00: Balanced after 2 trials
22:00:00: Balancing the network:
Trial 1: relative flow change = 0.310923
Trial 2: relative flow change = 0.000001
22:00:00: Balanced after 2 trials
23:00:00: Balancing the network:
Trial 1: relative flow change = 0.055556
Trial 2: relative flow change = 0.000000
23:00:00: Balanced after 2 trials
24:00:00: Balancing the network:
Trial 1: relative flow change = 1.581388
Trial 2: relative flow change = 0.048642
Trial 3: relative flow change = 0.009268
Trial 4: relative flow change = 0.000463
24:00:00: Balanced after 4 trials
24:00:00: Tank 26 is filling at 56.20 ft
25:00:00: Balancing the network:
Trial 1: relative flow change = 0.389393
Trial 2: relative flow change = 0.000177
25:00:00: Balanced after 2 trials
26:00:00: Balancing the network:
Trial 1: relative flow change = 0.022220
Trial 2: relative flow change = 0.000211
26:00:00: Balanced after 2 trials
27:00:00: Balancing the network:
Trial 1: relative flow change = 0.088797
Trial 2: relative flow change = 0.002470
Trial 3: relative flow change = 0.000048
27:00:00: Balanced after 3 trials
28:00:00: Balancing the network:
Trial 1: relative flow change = 0.045342
Trial 2: relative flow change = 0.000369
28:00:00: Balanced after 2 trials
29:00:00: Balancing the network:
Trial 1: relative flow change = 0.087138
Trial 2: relative flow change = 0.001191
Trial 3: relative flow change = 0.000004
29:00:00: Balanced after 3 trials
30:00:00: Balancing the network:
Trial 1: relative flow change = 0.022647
Trial 2: relative flow change = 0.000135
30:00:00: Balanced after 2 trials
31:00:00: Balancing the network:
Trial 1: relative flow change = 2.002086
Trial 2: relative flow change = 0.108211
Trial 3: relative flow change = 0.012742
Trial 4: relative flow change = 0.001140
Trial 5: relative flow change = 0.000010
31:00:00: Balanced after 5 trials
31:00:00: Tank 26 is emptying at 64.88 ft
32:00:00: Balancing the network:
Trial 1: relative flow change = 1.319168
Trial 2: relative flow change = 0.023748
Trial 3: relative flow change = 0.001202
Trial 4: relative flow change = 0.000008
32:00:00: Balanced after 4 trials
33:00:00: Balancing the network:
Trial 1: relative flow change = 0.164179
Trial 2: relative flow change = 0.000001
33:00:00: Balanced after 2 trials
34:00:00: Balancing the network:
Trial 1: relative flow change = 0.196430
Trial 2: relative flow change = 0.000001
34:00:00: Balanced after 2 trials
35:00:00: Balancing the network:
Trial 1: relative flow change = 0.154640
Trial 2: relative flow change = 0.000001
35:00:00: Balanced after 2 trials
36:00:00: Balancing the network:
Trial 1: relative flow change = 0.067307
Trial 2: relative flow change = 0.000002
36:00:00: Balanced after 2 trials
37:00:00: Balancing the network:
Trial 1: relative flow change = 1.371834
Trial 2: relative flow change = 0.059787
Trial 3: relative flow change = 0.011179
Trial 4: relative flow change = 0.000548
37:00:00: Balanced after 4 trials
37:00:00: Tank 26 is filling at 56.52 ft
38:00:00: Balancing the network:
Trial 1: relative flow change = 0.426603
Trial 2: relative flow change = 0.009181
Trial 3: relative flow change = 0.000733
38:00:00: Balanced after 3 trials
39:00:00: Balancing the network:
Trial 1: relative flow change = 0.077639
Trial 2: relative flow change = 0.001082
Trial 3: relative flow change = 0.000009
39:00:00: Balanced after 3 trials
40:00:00: Balancing the network:
Trial 1: relative flow change = 0.018310
Trial 2: relative flow change = 0.000048
40:00:00: Balanced after 2 trials
41:00:00: Balancing the network:
Trial 1: relative flow change = 0.054908
Trial 2: relative flow change = 0.000433
41:00:00: Balanced after 2 trials
42:00:00: Balancing the network:
Trial 1: relative flow change = 6.914222
Trial 2: relative flow change = 0.003835
Trial 3: relative flow change = 0.000026
42:00:00: Balanced after 3 trials
42:00:00: Tank 26 is emptying at 64.83 ft
43:00:00: Balancing the network:
Trial 1: relative flow change = 1.464556
Trial 2: relative flow change = 0.008395
Trial 3: relative flow change = 0.000176
43:00:00: Balanced after 3 trials
44:00:00: Balancing the network:
Trial 1: relative flow change = 0.339286
Trial 2: relative flow change = 0.000000
44:00:00: Balanced after 2 trials
45:00:00: Balancing the network:
Trial 1: relative flow change = 0.164180
Trial 2: relative flow change = 0.000001
45:00:00: Balanced after 2 trials
46:00:00: Balancing the network:
Trial 1: relative flow change = 0.063491
Trial 2: relative flow change = 0.000001
46:00:00: Balanced after 2 trials
47:00:00: Balancing the network:
Trial 1: relative flow change = 0.298967
Trial 2: relative flow change = 0.000002
47:00:00: Balanced after 2 trials
48:00:00: Balancing the network:
Trial 1: relative flow change = 0.182924
Trial 2: relative flow change = 0.000003
48:00:00: Balanced after 2 trials
49:00:00: Balancing the network:
Trial 1: relative flow change = 1.286761
Trial 2: relative flow change = 0.063606
Trial 3: relative flow change = 0.011989
Trial 4: relative flow change = 0.000584
49:00:00: Balanced after 4 trials
49:00:00: Tank 26 is filling at 56.48 ft
50:00:00: Balancing the network:
Trial 1: relative flow change = 0.350150
Trial 2: relative flow change = 0.008548
Trial 3: relative flow change = 0.000081
50:00:00: Balanced after 3 trials
51:00:00: Balancing the network:
Trial 1: relative flow change = 0.066374
Trial 2: relative flow change = 0.001495
Trial 3: relative flow change = 0.000019
51:00:00: Balanced after 3 trials
52:00:00: Balancing the network:
Trial 1: relative flow change = 0.021217
Trial 2: relative flow change = 0.000093
52:00:00: Balanced after 2 trials
53:00:00: Balancing the network:
Trial 1: relative flow change = 0.020921
Trial 2: relative flow change = 0.000098
53:00:00: Balanced after 2 trials
54:00:00: Balancing the network:
Trial 1: relative flow change = 0.000000
54:00:00: Balanced after 1 trials
55:00:00: Balancing the network:
Trial 1: relative flow change = 0.105662
Trial 2: relative flow change = 0.002692
Trial 3: relative flow change = 0.000013
55:00:00: Balanced after 3 trials
Node Results at 0:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -666.62 309.88 112.61 1.00
2 10.08 305.22 88.92 1.00
3 17.64 304.59 105.98 1.00
4 10.08 304.17 105.80 1.00
5 10.08 304.13 88.45 1.00
6 6.30 302.10 76.74 1.00
7 5.04 297.62 59.63 1.00
8 11.34 297.61 81.29 1.00
9 17.64 297.00 50.69 1.00
10 6.30 297.61 72.63 1.00
11 43.82 295.97 48.08 1.00
12 20.16 293.57 36.21 1.00
13 2.52 292.86 35.90 1.00
14 2.52 292.54 40.10 1.00
15 2.52 292.35 44.35 1.00
16 25.20 292.38 61.69 1.00
17 25.20 292.33 48.67 1.00
18 25.20 292.33 83.34 1.00
19 6.30 292.34 61.67 1.00
20 23.94 292.51 53.08 1.00
21 20.16 292.49 61.74 1.00
22 12.60 292.49 40.07 1.00
23 10.08 291.91 26.83 1.00
24 13.86 292.22 44.29 1.00
25 7.56 291.77 26.76 1.00
27 10.08 291.75 70.09 1.00
28 0.00 291.74 78.75 1.00
29 8.82 291.74 78.75 1.00
30 3.78 291.74 70.08 1.00
31 21.42 291.76 44.09 1.00
32 21.42 292.33 79.00 1.00
33 1.89 292.49 48.74 1.00
34 1.89 292.49 44.41 1.00
35 0.00 291.74 78.75 1.00
36 1.26 291.74 78.75 1.00
26 259.92 291.70 24.57 1.00 Tank
Link Results at 0:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 666.62 1.89 1.94
2 548.36 1.56 1.35
3 108.18 0.69 0.48
4 90.54 0.58 0.35
5 80.46 0.23 0.04
6 618.74 1.76 1.69
7 612.44 1.74 1.66
8 17.64 0.05 0.00
9 589.76 1.67 1.55
10 6.30 0.04 0.00
11 572.12 1.62 1.46
12 528.30 1.50 1.26
13 508.14 1.44 1.18
14 418.27 1.19 0.82
15 355.27 1.01 0.61
16 87.35 0.56 0.33
17 15.97 0.10 0.01
18 38.76 0.25 0.07
19 29.52 0.08 0.01
20 4.32 0.01 0.00
21 23.40 0.15 0.03
22 60.48 0.17 0.02
23 18.34 0.12 0.02
24 -1.82 0.01 0.00
25 18.20 0.12 0.02
26 322.92 0.92 0.51
27 336.78 0.96 0.55
28 312.84 0.89 0.48
29 259.92 0.74 0.34
30 45.36 0.13 0.01
31 23.94 0.15 0.03
32 13.86 0.09 0.01
34 2.57 0.02 0.00
35 3.78 0.02 0.00
36 1.89 0.01 0.00
37 -17.10 0.11 0.02
38 2.47 0.02 0.00
39 3.78 0.02 0.00
40 1.31 0.01 0.00
41 1.26 0.01 0.00
Node Results at 1:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -666.62 311.83 113.45 0.98
2 8.32 307.16 89.76 0.98
3 14.56 306.54 106.83 0.98
4 8.32 306.11 106.64 1.00
5 8.32 306.07 89.29 0.98
6 5.20 303.98 77.55 0.98
7 4.16 299.37 60.39 1.00
8 9.36 299.37 82.05 1.00
9 14.56 298.72 51.44 1.00
10 5.20 299.36 73.39 1.00
11 36.17 297.64 48.81 1.00
12 16.64 295.03 36.84 1.00
13 2.08 294.25 36.51 1.00
14 2.08 293.89 40.68 1.00
15 2.08 293.67 44.92 1.00
16 20.80 293.73 62.28 1.00
17 20.80 293.67 49.25 1.00
18 20.80 293.67 83.92 1.00
19 5.20 293.68 62.26 1.00
20 19.76 293.87 53.67 1.00
21 16.64 293.85 62.33 1.00
22 10.40 293.85 40.67 1.00
23 8.32 293.07 27.33 1.00
24 11.44 293.49 44.84 1.00
25 6.24 292.87 27.24 1.00
27 8.32 292.85 70.56 1.00
28 0.00 292.85 79.23 1.00
29 7.28 292.85 79.23 1.00
30 3.12 292.85 70.56 1.00
31 17.68 292.86 44.57 1.00
32 17.68 293.67 79.58 1.00
33 1.56 293.85 49.33 1.00
34 1.56 293.85 45.00 1.00
35 0.00 292.85 79.23 1.00
36 1.04 292.85 79.23 1.00
26 330.93 292.76 25.03 1.00 Tank
Link Results at 1:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 666.62 1.89 1.94
2 551.15 1.56 1.37
3 107.16 0.68 0.47
4 92.60 0.59 0.36
5 84.28 0.24 0.04
6 627.10 1.78 1.74
7 621.90 1.76 1.71
8 14.56 0.04 0.00
9 603.18 1.71 1.62
10 5.20 0.03 0.00
11 588.62 1.67 1.54
12 552.45 1.57 1.37
13 535.81 1.52 1.30
14 442.98 1.26 0.91
15 390.98 1.11 0.72
16 90.76 0.58 0.35
17 -5.48 0.03 0.00
18 44.44 0.28 0.09
19 18.17 0.05 0.00
20 -2.63 0.01 0.00
21 25.51 0.16 0.03
22 49.92 0.14 0.02
23 15.14 0.10 0.01
24 -1.50 0.01 0.00
25 15.02 0.10 0.01
26 382.93 1.09 0.70
27 394.37 1.12 0.74
28 374.61 1.06 0.67
29 330.93 0.94 0.53
30 37.44 0.11 0.01
31 19.76 0.13 0.02
32 11.44 0.07 0.01
34 1.79 0.01 0.00
35 3.12 0.02 0.00
36 1.56 0.01 0.00
37 -20.31 0.13 0.02
38 2.37 0.02 0.00
39 3.12 0.02 0.00
40 0.75 0.00 0.00
41 1.04 0.01 0.00
Node Results at 2:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -666.62 313.47 114.16 1.02
2 7.76 308.80 90.47 1.02
3 13.58 308.19 107.54 1.02
4 7.76 307.75 107.35 0.98
5 7.76 307.71 90.00 1.02
6 4.85 305.61 78.26 1.02
7 3.88 300.95 61.07 0.98
8 8.73 300.95 82.74 1.00
9 13.58 300.29 52.12 0.98
10 4.85 300.95 74.07 1.00
11 33.74 299.20 49.48 0.98
12 15.52 296.52 37.49 0.98
13 1.94 295.72 37.14 0.98
14 1.94 295.34 41.31 0.98
15 1.94 295.11 45.54 0.99
16 19.40 295.18 62.91 1.00
17 19.40 295.12 49.88 1.00
18 19.40 295.12 84.55 1.00
19 4.85 295.14 62.89 1.00
20 18.43 295.33 54.30 1.00
21 15.52 295.31 62.96 1.00
22 9.70 295.31 41.30 1.00
23 7.76 294.45 27.93 1.00
24 10.67 294.91 45.46 1.00
25 5.82 294.23 27.83 1.00
27 7.76 294.22 71.16 1.00
28 0.00 294.22 79.82 1.00
29 6.79 294.22 79.82 1.00
30 2.91 294.22 71.16 1.00
31 16.49 294.23 45.16 1.00
32 16.49 295.12 80.21 1.00
33 1.45 295.31 49.96 1.00
34 1.45 295.31 45.63 1.00
35 0.00 294.22 79.82 1.00
36 0.97 294.22 79.82 1.00
26 353.53 294.11 25.61 1.00 Tank
Link Results at 2:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 666.62 1.89 1.94
2 552.04 1.57 1.37
3 106.83 0.68 0.47
4 93.25 0.60 0.37
5 85.49 0.24 0.04
6 629.76 1.79 1.75
7 624.91 1.77 1.72
8 13.58 0.04 0.00
9 607.45 1.72 1.64
10 4.85 0.03 0.00
11 593.87 1.68 1.57
12 560.14 1.59 1.41
13 544.62 1.54 1.34
14 450.95 1.28 0.94
15 402.45 1.14 0.76
16 91.73 0.59 0.36
17 -12.19 0.08 0.01
18 46.13 0.29 0.10
19 14.55 0.04 0.00
20 -4.85 0.01 0.00
21 26.19 0.17 0.03
22 46.56 0.13 0.01
23 14.12 0.09 0.01
24 -1.40 0.01 0.00
25 14.01 0.09 0.01
26 402.03 1.14 0.76
27 412.70 1.17 0.80
28 394.27 1.12 0.74
29 353.53 1.00 0.60
30 34.92 0.10 0.01
31 18.43 0.12 0.02
32 10.67 0.07 0.01
34 1.67 0.01 0.00
35 2.91 0.02 0.00
36 1.45 0.01 0.00
37 -21.34 0.14 0.02
38 2.21 0.01 0.00
39 2.91 0.02 0.00
40 0.70 0.00 0.00
41 0.97 0.01 0.00
Node Results at 3:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -666.62 314.91 114.79 1.05
2 7.76 310.25 91.10 1.05
3 13.58 309.63 108.17 1.05
4 7.76 309.19 107.98 1.02
5 7.76 309.15 90.63 1.04
6 4.85 307.05 78.88 1.04
7 3.88 302.39 61.70 1.02
8 8.73 302.39 83.36 1.00
9 13.58 301.74 52.75 1.02
10 4.85 302.39 74.70 1.00
11 33.74 300.64 50.11 1.02
12 15.52 297.96 38.11 1.02
13 1.94 297.16 37.77 1.02
14 1.94 296.78 41.94 1.02
15 1.94 296.56 46.17 1.01
16 19.40 296.63 63.53 0.98
17 19.40 296.57 50.51 1.00
18 19.40 296.57 85.17 1.00
19 4.85 296.58 63.51 1.00
20 18.43 296.77 54.93 1.00
21 15.52 296.75 63.59 1.00
22 9.70 296.76 41.92 1.00
23 7.76 295.90 28.55 0.98
24 10.67 296.36 46.08 1.00
25 5.82 295.68 28.46 0.98
27 7.76 295.67 71.78 1.00
28 0.00 295.66 80.45 1.00
29 6.79 295.66 80.45 1.00
30 2.91 295.66 71.78 1.00
31 16.49 295.67 45.79 1.00
32 16.49 296.57 80.84 1.00
33 1.45 296.75 50.59 1.00
34 1.45 296.75 46.26 1.00
35 0.00 295.66 80.45 1.00
36 0.97 295.66 80.45 1.00
26 353.53 295.56 26.24 1.00 Tank
Link Results at 3:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 666.62 1.89 1.94
2 552.04 1.57 1.37
3 106.83 0.68 0.47
4 93.25 0.60 0.37
5 85.49 0.24 0.04
6 629.76 1.79 1.75
7 624.91 1.77 1.72
8 13.58 0.04 0.00
9 607.45 1.72 1.64
10 4.85 0.03 0.00
11 593.87 1.68 1.57
12 560.14 1.59 1.41
13 544.62 1.54 1.34
14 450.95 1.28 0.94
15 402.45 1.14 0.76
16 91.72 0.59 0.36
17 -12.18 0.08 0.01
18 46.13 0.29 0.10
19 14.55 0.04 0.00
20 -4.85 0.01 0.00
21 26.19 0.17 0.03
22 46.56 0.13 0.01
23 14.12 0.09 0.01
24 -1.40 0.01 0.00
25 14.01 0.09 0.01
26 402.03 1.14 0.76
27 412.70 1.17 0.80
28 394.27 1.12 0.74
29 353.53 1.00 0.60
30 34.92 0.10 0.01
31 18.43 0.12 0.02
32 10.67 0.07 0.01
34 1.67 0.01 0.00
35 2.91 0.02 0.00
36 1.45 0.01 0.00
37 -21.34 0.14 0.02
38 2.21 0.01 0.00
39 2.91 0.02 0.00
40 0.70 0.00 0.00
41 0.97 0.01 0.00
Node Results at 4:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -666.62 316.70 115.56 0.99
2 7.12 312.03 91.87 0.99
3 12.46 311.43 108.94 0.99
4 7.12 310.98 108.75 1.05
5 7.12 310.93 91.40 0.99
6 4.45 308.82 79.65 0.99
7 3.56 304.11 62.44 1.04
8 8.01 304.11 84.11 1.00
9 12.46 303.45 53.49 1.04
10 4.45 304.11 75.44 1.00
11 30.95 302.33 50.84 1.04
12 14.24 299.57 38.81 1.04
13 1.78 298.74 38.45 1.04
14 1.78 298.35 42.62 1.04
15 1.78 298.11 46.84 1.04
16 17.80 298.20 64.22 1.02
17 17.80 298.14 51.19 0.99
18 17.80 298.14 85.85 1.00
19 4.45 298.15 64.19 1.00
20 16.91 298.34 55.61 1.00
21 14.24 298.32 64.27 1.00
22 8.90 298.32 42.60 1.00
23 7.12 297.38 29.20 1.02
24 9.79 297.89 46.75 1.03
25 5.34 297.14 29.09 1.02
27 7.12 297.13 72.42 1.00
28 0.00 297.13 81.08 1.00
29 6.23 297.13 81.08 1.00
30 2.67 297.13 72.42 1.00
31 15.13 297.13 46.42 0.99
32 15.13 298.14 81.52 1.00
33 1.34 298.32 51.27 1.00
34 1.34 298.32 46.94 1.00
35 0.00 297.13 81.08 1.00
36 0.89 297.13 81.08 1.00
26 379.35 297.00 26.87 1.00 Tank
Link Results at 4:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 666.62 1.89 1.94
2 553.06 1.57 1.38
3 106.45 0.68 0.47
4 93.99 0.60 0.37
5 86.87 0.25 0.04
6 632.80 1.80 1.77
7 628.35 1.78 1.74
8 12.46 0.04 0.00
9 612.33 1.74 1.66
10 4.45 0.03 0.00
11 599.87 1.70 1.60
12 568.92 1.61 1.45
13 554.68 1.57 1.38
14 460.46 1.31 0.98
15 415.96 1.18 0.81
16 92.44 0.59 0.36
17 -19.46 0.12 0.02
18 47.79 0.31 0.11
19 10.53 0.03 0.00
20 -7.27 0.02 0.00
21 26.85 0.17 0.04
22 42.72 0.12 0.01
23 12.95 0.08 0.01
24 -1.29 0.01 0.00
25 12.86 0.08 0.01
26 423.85 1.20 0.84
27 433.64 1.23 0.88
28 416.73 1.18 0.81
29 379.35 1.08 0.68
30 32.04 0.09 0.01
31 16.91 0.11 0.02
32 9.79 0.06 0.01
34 1.53 0.01 0.00
35 2.67 0.02 0.00
36 1.34 0.01 0.00
37 -22.40 0.14 0.03
38 2.03 0.01 0.00
39 2.67 0.02 0.00
40 0.64 0.00 0.00
41 0.89 0.01 0.00
Node Results at 5:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -666.62 317.01 115.70 0.64
2 9.52 312.34 92.01 0.64
3 16.66 311.72 109.07 0.67
4 9.52 311.30 108.89 0.99
5 9.52 311.26 91.54 0.70
6 5.95 309.21 79.82 0.70
7 4.76 304.68 62.69 0.99
8 10.71 304.68 84.35 1.00
9 16.66 304.05 53.75 0.99
10 5.95 304.68 75.69 1.00
11 41.39 303.01 51.13 0.99
12 19.04 300.54 39.23 1.00
13 2.38 299.82 38.92 1.00
14 2.38 299.48 43.10 1.00
15 2.38 299.28 47.35 1.00
16 23.80 299.32 64.70 1.04
17 23.80 299.27 51.68 1.03
18 23.80 299.27 86.34 1.00
19 5.95 299.28 64.68 0.98
20 22.61 299.45 56.09 0.98
21 19.04 299.43 64.75 1.00
22 11.90 299.43 43.08 1.00
23 9.52 298.79 29.81 1.04
24 13.09 299.13 47.29 1.02
25 7.14 298.63 29.74 1.04
27 9.52 298.61 73.06 0.99
28 0.00 298.61 81.72 1.00
29 8.33 298.61 81.72 1.00
30 3.57 298.61 73.06 1.00
31 20.23 298.62 47.07 1.00
32 20.23 299.27 82.01 1.00
33 1.78 299.43 51.75 1.00
34 1.78 299.43 47.42 1.00
35 0.00 298.61 81.72 1.00
36 1.19 298.61 81.72 1.00
26 282.52 298.55 27.54 1.00 Tank
Link Results at 5:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 666.62 1.89 1.94
2 549.25 1.56 1.36
3 107.86 0.69 0.48
4 91.20 0.58 0.35
5 81.68 0.23 0.04
6 621.40 1.76 1.71
7 615.45 1.75 1.68
8 16.66 0.05 0.00
9 594.03 1.69 1.57
10 5.95 0.04 0.00
11 577.37 1.64 1.49
12 535.99 1.52 1.30
13 516.95 1.47 1.21
14 426.52 1.21 0.85
15 367.02 1.04 0.64
16 88.04 0.56 0.33
17 9.54 0.06 0.01
18 40.33 0.26 0.08
19 26.07 0.07 0.00
20 2.27 0.01 0.00
21 23.91 0.15 0.03
22 57.12 0.16 0.02
23 17.32 0.11 0.02
24 -1.72 0.01 0.00
25 17.19 0.11 0.02
26 342.02 0.97 0.56
27 355.11 1.01 0.61
28 332.50 0.94 0.54
29 282.52 0.80 0.40
30 42.84 0.12 0.01
31 22.61 0.14 0.03
32 13.09 0.08 0.01
34 2.05 0.01 0.00
35 3.57 0.02 0.00
36 1.78 0.01 0.00
37 -17.96 0.11 0.02
38 2.71 0.02 0.00
39 3.57 0.02 0.00
40 0.86 0.01 0.00
41 1.19 0.01 0.00
Node Results at 6:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride
Node gpm ft psi mg/L
--------------------------------------------------------
1 -430.53 306.69 111.22 0.46
2 10.24 304.61 88.66 0.46
3 17.92 304.32 105.86 0.47
4 10.24 304.16 105.79 0.64
5 10.24 304.15 88.46 0.53
6 6.40 303.31 77.26 0.53
7 5.12 301.50 61.31 0.69
8 11.52 301.50 82.98 1.00
9 17.92 301.26 52.54 0.69
10 6.40 301.50 74.31 1.00
11 44.52 300.88 50.21 0.69
12 20.48 300.09 39.04 0.70
13 2.56 299.87 38.94 0.70
14 2.56 299.79 43.24 0.74
15 2.56 299.75 47.56 0.82
16 25.60 299.63 64.83 1.00
17 25.60 299.61 51.83 1.03
18 25.60 299.61 86.49 1.00
19 6.40 299.61 64.83 1.02
20 24.32 299.76 56.22 1.03
21 20.48 299.74 64.88 1.00
22 12.80 299.74 43.22 1.00
23 10.24 299.72 30.21 0.99
24 14.08 299.74 47.55 0.92
25 7.68 299.71 30.20 0.99
27 10.24 299.69 73.52 1.02
28 0.00 299.68 82.19 1.00
29 8.96 299.68 82.19 1.00
30 3.84 299.68 73.52 1.00
31 21.76 299.70 47.53 1.04
32 21.76 299.61 82.16 1.00
33 1.92 299.74 51.88 1.00
34 1.92 299.73 47.55 1.00
35 0.00 299.68 82.19 1.00
36 1.28 299.68 82.19 1.00
26 17.37 299.71 28.04 1.00 Tank
Link Results at 6:00:00 hrs:
----------------------------------------------
Flow Velocity Headloss
Link gpm fps /1000ft
----------------------------------------------
1 430.53 1.22 0.87
2 348.35 0.99 0.58
3 71.93 0.46 0.23
4 54.01 0.34 0.13
5 43.77 0.12 0.01
6 381.89 1.08 0.69
7 375.49 1.07 0.67
8 17.92 0.05 0.00
9 352.45 1.00 0.60
10 6.40 0.04 0.00
11 334.53 0.95 0.54
12 290.01 0.82 0.42
13 269.53 0.76 0.36
14 206.32 0.59 0.22
15 142.32 0.40 0.11
16 60.65 0.39 0.17
17 44.31 0.28 0.09
18 19.91 0.13 0.02
19 38.61 0.11 0.01
20 13.01 0.04 0.00
21 15.15 0.10 0.01
22 61.44 0.17 0.02
23 18.63 0.12 0.02
24 -1.85 0.01 0.00
25 18.49 0.12 0.02
26 81.37 0.23 0.04
27 95.45 0.27 0.05
28 71.13 0.20 0.03
29 17.37 0.05 0.00
30 46.08 0.13 0.01
31 24.32 0.16 0.03
32 14.08 0.09 0.01
34 2.20 0.01 0.00
35 3.84 0.02 0.00
36 1.92 0.01 0.00
37 -8.75 0.06 0.00
38 2.92 0.02 0.00
39 3.84 0.02 0.00
40 0.92 0.01 0.00
41 1.28 0.01 0.00
Node Results at 7:00:00 hrs:
--------------------------------------------------------
Demand Head Pressure Fluoride